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The load bearing capacity of fillet welded connections of high strength steels

The load bearing capacity of fillet welded connections of high strength steels
Autor(en): ,
Beitrag für IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010, veröffentlicht in , S. 184-185
DOI: 10.2749/222137810796024114
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This paper presents results of a research project analysing the strength of fillet welded connections of high strength steels. Particularly, the influence of the strength of filler metals on the be...
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Bibliografische Angaben

Autor(en):

Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010
Veröffentlicht in:
Seite(n): 184-185 Anzahl der Seiten (im PDF): 8
Seite(n): 184-185
Anzahl der Seiten (im PDF): 8
Jahr: 2010
DOI: 10.2749/222137810796024114
Abstrakt:

This paper presents results of a research project analysing the strength of fillet welded connections of high strength steels. Particularly, the influence of the strength of filler metals on the behaviour of welded connections is discussed. Tests on longitudinal fillet welded lap joints and cruciform joints have been conducted together with numerical simulations to investigate the load bearing behaviour. The aim is to determine the load bearing capacity of these connections in dependence on both, the strength of the filler metal as well as the base material and the influence of the load direction. The results show that the load bearing capacity of the connections is not only dependent on the base metal but also on the strength of the filler metal.

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